Advances in Materials Science and Engineering / 2019 / Article / Tab 1 / Research Article
Residual Compressive Strength of High-Strength Concrete Exposed to Elevated Temperatures Table 1 Models for residual compressive strength of concrete after high-temperature exposure.
Code/researcher Compressive strength after high temperature exposure ( ) Eurocode 2: EN 1992-1-2 [4 ] (i) If 41.4 < < 55.0 MPa, use Table 3.1 of the code. (ii) If ≥ 55.0 MPa, use Table 6.1N of the code. ACI 216.1-07 [5 ] (i) For siliceous aggregate, use curve from Figure 2.12(a) of the code. (ii) For calcareous (carbonate) aggregate, use curve from Figure 2.12(b) of the code. ASCE Manual [6 ] Kodur et al. [29 ] Nielsen et al. [30 ] Aslani and Bastami [31 ] For siliceous aggregate, if 41.4 < < 55.2 MPa, If 55.2 ≤ ≤ 80 MPa, If > 80 MPa, For calcareous aggregate, Choe et al. [32 ] Phan and Carino [33 ] Hertz [34 ]